Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC 19192 STREET NO 8 BIBI WALA ROAD OPPOSITE DAV COLLEGE BATHINDA PUNJAB PIN 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹6.9 Cr | L1 | Accepted-AOC Being lowest |
| 2 | L2₹7.0 Cr+₹17.7 L (2.58%)Rejected-Finance | ₹7.0 Cr+₹17.7 L (2.58%) | L2 | Rejected-Finance Not lowest |
| 3 | L3₹7.3 Cr+₹43.4 L (6.34%)Rejected-Finance PLOT NO 46 WARD NO 08 OPPOSITE RADIO TOWER SAGAR ROAD TILAK NAGAR BIKANER 334003 RAJ | BIKANER | BIKANER | RAJASTHAN | 334003 | ₹7.3 Cr+₹43.4 L (6.34%) | L3 | Rejected-Finance Not lowest |
| 4 | L4₹7.4 Cr+₹55.4 L (8.08%)Rejected-Finance H NO 02 SAGAR ROAD OPPO MKD GIRLS SCHOOL TILAK NAGAR BIKANER 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | ₹7.4 Cr+₹55.4 L (8.08%) | L4 | Rejected-Finance Not lowest |
| 5 | L5₹7.5 Cr+₹62.7 L (9.14%)Rejected-Finance B XI 746 STREET NO 6 BHARAT NAGAR BARNALA 148101 | BARNALA | BARNALA | PUNJAB | 148101 | ₹7.5 Cr+₹62.7 L (9.14%) | L5 | Rejected-Finance Not lowest |
| Sl No | Description | Qty | Unit | MAHARISHI GAUTAM CONSTRUCTIONS L2 | SHREE GURU NANAK CONSTRUCTION COMPANY L4 | KRISHAN KUMAR CONTRACTOR L6 | M/S MANI GARG CONTRACTOR L1 | M/S BUDHRAM BISHNOI L3 | M/S RAJ KUMAR GUPTA L5 |
|---|---|---|---|---|---|---|---|---|---|
| 0.00NOTE:- (Applicable for all parts/items/):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates. | |||||||||
| 1.00 | Lump sum price worked out by the tenderer for BUILDING WORKS as listed in Schedule ‘A’ Part-I(Ref pre-priced schedule attached separately) | 1 | Running | 6,69,55,000 ₹6,69,55,000 | 7,10,77,777 ₹7,10,77,777 | 7,34,74,545 ₹7,34,74,545 | 6,40,00,000 ₹6,40,00,000 Lowest | 6,90,69,999 ₹6,90,69,999 | 7,19,90,990 ₹7,19,90,990 |
| 2.00 | Lump sum price worked out by the tenderer for INTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part-II(Ref pre-priced schedule attached separately) | 1 | Running | 99,000 ₹99,000 | 77,000 ₹77,000 Lowest | 77,000 ₹77,000 Lowest | 1,30,000 ₹1,30,000 | 1,09,529 ₹1,09,529 | 81,000 ₹81,000 |
| 3.00 | Lump sum price worked out by the tenderer for ROAD, PATH, HARD STANDING AND CULVERT WORKS as listed in Schedule ‘A’ Part-III(Ref pre-priced schedule attached separately) | 1 | Running | 16,50,000 ₹16,50,000 | 15,21,000 ₹15,21,000 | 20,00,000 ₹20,00,000 | 20,00,000 ₹20,00,000 | 17,54,029 ₹17,54,029 | 13,21,000 ₹13,21,000 Lowest |
| 4.00 | Lump sum price worked out by the tenderer for AREA DRAINAGE WORKS as listed in Schedule ‘A’ Part-IV(Ref pre-priced schedule attached separately) | 1 | Running | 3,50,000 ₹3,50,000 | 3,47,000 ₹3,47,000 | 4,56,000 ₹4,56,000 | 5,00,000 ₹5,00,000 | 3,99,039 ₹3,99,039 | 3,01,000 ₹3,01,000 Lowest |
| 5.00 | Lump sum price worked out by the tenderer for EXTERNAL ELECTRIFICATION AND LIGHTENING PROTECTION as listed in Schedule ‘A’ Part-V(Ref pre-priced schedule attached separately) | 1 | Running | 26,000 ₹26,000 | 21,000 ₹21,000 | 20,000 ₹20,000 Lowest | 25,000 ₹25,000 | 39,529 ₹39,529 | 27,800 ₹27,800 |
| 6.00 | Lump sum price worked out by the tenderer for EXTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part-VI(Ref pre-priced schedule attached separately) | 1 | Running | 2,25,000 ₹2,25,000 | 1,97,777 ₹1,97,777 | 1,82,000 ₹1,82,000 | 2,50,000 ₹2,50,000 | 2,39,229 ₹2,39,229 | 1,31,000 ₹1,31,000 Lowest |
| 7.00 | Lump sum price worked out by the tenderer for SITE CLEARANCE, EXCAVATION AND EARTH WORKS as listed in Schedule ‘A’ Part-VII(Ref pre-priced schedule attached separately) | 1 | Running | 3,83,000 ₹3,83,000 | 3,77,000 ₹3,77,000 Lowest | 4,79,000 ₹4,79,000 | 5,90,000 ₹5,90,000 | 4,79,429 ₹4,79,429 | 3,99,000 ₹3,99,000 |
| 8.00Schedule 'A' Part-VIII(MISCELLANEOUS PARTS) | |||||||||
| 8.00 | Supplying, laying, connecting, jointing and testing in trenches ductile iron fittings (special castings) (class K12 as per IS 9523: 2000) for ductile iron pressure pipe for water mains upto 250 mm nominal dia (spigot and socket and flange ends (for push on joints and flanged joints) with external coatings of Metallic zinc with finishing layer of bituminous paint and internal linings of Portland cement (with or without additives) mortar with seal coat, all as per IS 9523: 2000 and including materials and jointing with rubber gasket for WA type of application and hardness class 50 for bulb and hardness class 80 for heel all as per IS 5382: 2018 and IS 12820: 2004 for push on joints and rubber gasket as per IS 638: 1979 for flanged joints complete all as specified and as directed. | 80 | Kg | 250 ₹20,000 | 247 ₹19,760 | 300 ₹24,000 | 250 ₹20,000 | 299 ₹23,920 | 200 ₹16,000 Lowest |
Tender Value
₹6.9 Cr
EMD Value
₹6.7 L
Closing Date
28 Feb 2026, 6:00 pmClosed
Chief Engineer Bathinda zone
HQ CE Bathinda Zone, Bathinda Mil Stn-151004
PROVISION OF 02 BURNING PIT AT LALGARH JATTAN MIL STN
2025_MES_738771_2
84541 CE BTZ/LGJ/TOKEN-47 OF 2025-26
Open Tender
Civil Works
Lump-sum
270 days
GE LALGARH JATTAN
As per NIT
8 documents required · 8 mandatory
₹3,000
GE LALGARH JATTAN
₹6.7 L
Yes
16 Apr 2026
7 Feb 2026
2 Mar 2026
7 Feb 2026
28 Feb 2026
21 Feb 2026
7 Feb 2026 - 28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0000 | Lump sum price worked out by the tenderer for BUILDING WORKS as listed in Schedule ‘A’ Part-I(Ref pre-priced schedule attached separately) | 1 | Running | 6,68,55,822 | ₹6,68,55,822 |
| 0.0000 | Lump sum price worked out by the tenderer for INTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part-II(Ref pre-priced schedule attached separately) | 1 | Running | 67,855.78 | ₹67,855.78 |
| 0.0000 | Lump sum price worked out by the tenderer for ROAD, PATH, HARD STANDING AND CULVERT WORKS as listed in Schedule ‘A’ Part-III(Ref pre-priced schedule attached separately) | 1 | Running | 16,54,035.51 | ₹16,54,035.51 |
| 0.0000 | Lump sum price worked out by the tenderer for AREA DRAINAGE WORKS as listed in Schedule ‘A’ Part-IV(Ref pre-priced schedule attached separately) | 1 | Running | 3,56,067.36 | ₹3,56,067.36 |
| 0.0000 | Lump sum price worked out by the tenderer for EXTERNAL ELECTRIFICATION AND LIGHTENING PROTECTION as listed in Schedule ‘A’ Part-V(Ref pre-priced schedule attached separately) | 1 | Running | 19,350 | ₹19,350 |
| 0.0000 | Lump sum price worked out by the tenderer for EXTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part-VI(Ref pre-priced schedule attached separately) | 1 | Running | 1,82,211.51 | ₹1,82,211.51 |
| 0.0000 | Lump sum price worked out by the tenderer for SITE CLEARANCE, EXCAVATION AND EARTH WORKS as listed in Schedule ‘A’ Part-VII(Ref pre-priced schedule attached separately) | 1 | Running | 4,79,423.16 | ₹4,79,423.16 |
| 8Schedule 'A' Part-VIII(MISCELLANEOUS PARTS) | |||||
| 0.9999 | Supplying, laying, connecting, jointing and testing in trenches ductile iron fittings (special castings) (class K12 as per IS 9523: 2000) for ductile iron pressure pipe for water mains upto 250 mm nominal dia (spigot and socket and flange ends (for push on joints and flanged joints) with external coatings of Metallic zinc with finishing layer of bituminous paint and internal linings of Portland cement (with or without additives) mortar with seal coat, all as per IS 9523: 2000 and including materials and jointing with rubber gasket for WA type of application and hardness class 50 for bulb and hardness class 80 for heel all as per IS 5382: 2018 and IS 12820: 2004 for push on joints and rubber gasket as per IS 638: 1979 for flanged joints complete all as specified and as directed. | 80 | Kg | - | - |
| 0.0000 | M & L for earthing complete with galvanised steel pipe electrode 40 mm nominal bore, medium grade, 10 metre length buried directly in ground with top edge of the pipe not less than 1.25 metres below normal ground level, connected to earthing lead of 32 mm X 6 mm copper strip by means of bolts, nuts, check nuts and washers of galvanised iron from earth plate to test point upto 7.5 metre including all as shown in electrical plate No. 2 of SSR Part I (2009) including necessary concrete chamber in cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate, precast RCC cover slab in cement concrete M15 (Nominal mix) using 20 mm nominal size coarse aggregate of size 40 cm X 40 cm X 5 cm reinforced with 8 mm dia TMT bars @ 150 mm c/c both ways with one handle for lifting made out of 8 mm dia bar, GI funnel, GI wire mesh filter, 20 mm dia GI pipe medium grade for watering, 20 mm dia GI pipe medium grade for protection of earthing lead, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil/ strata and testing complete all as specified and as directed. | 10 | Each | - | - |
stage.html
html • 0.05 MB
techsummary_842113.pdf
BOQ Comparative Chart
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.42 MB
tendercomplete.pdf
Tender Documents • 1.11 MB
BOQ_842113.xls
BOQ • 0.23 MB
Drawings.rar
Tender Documents • 4.35 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .